a
<br />_ --- --------------------,I
<br />END CLO-5URE5 IU- FOR INSIALLATIOPQVRE12 CONQRETE,
<br />g
<br />C C TEB OQD STRUCTURES;;V IF
<br />I
<br />SAFETY & E Z HANG STORM PANES 1) SYSTEMS
<br />I
<br />$ $
<br />._,
<br />_$.POURED CONCRETE
<br />$-- -'- - ` '(9 �R BLOCK
<br />.� 2' a 7' 003' BIOS M-14
<br />i': VARIES $ -
<br />y� T6L ALWA
<br />5" Lv I ® 4OP
<br />OU1RfD 6863E N10Y -. .
<br />$ _-.. T 1/2'.. A** TAPCON ANGLE O ,2' D.C, , 3/a -
<br />I
<br />_ _
<br />Mh
<br />POURED R 2'.*" . TE $�-% � ;!.a-
<br />BLOCx 6A T'x4' wBOQ FRAME '. CONCRETEPOURED
<br />ELOCKCONCRETE, $ I' 1/#`. x , 1/4' TMCLYI 2 I 2 -
<br />REOWREA CAItC1i£TE BLOCK '1F1 /" ANC 6 12" O.C- / '! 1'r-
<br />,� .. M
<br />`A D R
<br />T 4 wDOQ FRAME A iM.PRwEi f
<br />RL'IlUOtEq 'd
<br />N.
<br />1 4 GAP
<br />• ti p.f
<br />A y $
<br />i
<br />I
<br />11 r
<br />3 4
<br />Atn' PA%i $
<br />w T _.
<br />T4 TERNAIE lEO IDE;ATXNs
<br />MN, .CO' ANPJMR
<br />11 EAl
<br />W 12' B.C. $ !' A. 2 x A55' TB .. ... ..
<br />.,, ,_..,,. ,�' .. VARIES ,.„
<br />f 2 x ¢ n ,0.45 Ct1H{T
<br />T,1 a "emsZ "I d $
<br />SIC L Ki3H 4RA
<br />I---.�
<br />AA 4
<br />�. .s a. W. 9t$d SLAT :T3Ml' 3 PLTUN'EYl BNORETE. OONS:FEIT G
<br />_ ALUM.
<br />,' N M. BENT PLATE BLOCS OR 2'A4' WDpb FRAAff.
<br />i, �,�" M") `1'' REOUlRF.6
<br />ICON!
<br />$
<br />ALllMl AHDLE �._ 2Mtn2^ 1: MRk.- $ 1J4A *�<, _ lh'
<br />-i,a..w.sss
<br />--s+. �. ..w ,.{ M.x GAP yY-.�✓J.
<br />1 rN,4 OR BITE]- 4LLQY
<br />4 t2' &- 3 9 @ a
<br />W / AI7 14CKt innthem AANCtE
<br />CASE A (PLAN) CASE B (PLAN) SASE C (PLAN) CASE �PLAN�
<br />I
<br />$CAL£ i/4"=1' SCALE 1/4-�I" SCALE 1/4"=1SCALE 1/4- -1
<br />--__.. B 2... $ SolD-SET OR CAUSER!
<br />OR Ell PANEUMTE
<br />9-:\ _. _- !` R MMU' _. IRaceo nM AI"T ;. IE Og 'S
<br />.4 1 0 (
<br />r F'�U9Eb nMORfT a
<br />X I -5 l� 'x4' - SCEs OPEiAMC ON 5lRELTS S
<br />- OVERLAP PANEL 2,.e WO BLOCK ffit -'"`M1. VARIES- T &. �'k/ FRAME REWWEB AS APPLICABLE 1 ��
<br />OVEH,AP BEYONQ ) WCbo FRAME MmA !
<br />I
<br />REO. x
<br />iWD'NRNC W6E?'tk0 PARED CONCtdi7E. CONFR RFVsraiED $ / •) $., e n ] '� .LLL. _ 4 "
<br />ME
<br />x'.k4' WCOQ FRAME $ E.... 4 11 I FA" i
<br />* Rk".kU ;w,, $ ,' $ H N£.r:. r
<br />J.ANCHORED �Mcw al
<br />{,)REAR
<br />A FL/A FLANGES PARM3f3. TO
<br />5 M.$
<br />$ ,11 WALL (N6VFP CUT END PANEL)
<br />iX 9,6._IRSTaHGE 'i' $
<br />���'"%' �x
<br />$
<br />dJ
<br />,. _ `I n —a, ,—.- ----_--J CASE G PLAN)
<br />'J
<br />'/e .7. r"'L11RNAnUff„/�,
<br />#' UE
<br />-'' "`'` SCALE 1/4"=E'
<br />:............
<br />/% -.e 1/.•r-m (f h
<br />LP04NaF BtA, a LOG, % i
<br />1T T Y / . V �ii LAUD F DIRECT HOUR INSTALLATION ONLY & OR fCT ALL* 0
<br />.A.. at �.` �:' >�\GEMS..4 �,
<br />it � CERifFIFG PANEL INSTALLATION AT WALLS WJ
<br />_ :. ND. 44167 •, SURFACE LEVEL VARA-,MNS WITHIN 3/4-
<br />�' , * : * a FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zane
<br />CASE E (PLAN) CASE F PLAN) 3 F .-I - e�maa rknco. AC F.P.
<br />SCALE 1/4--l- SCALE 1/4'=t` %�O.r'• . ORION "I.- ��r= 24 GAGE GALVANIZED STEEL STORM PANEL Itt
<br />J IL E C O ``•, GLOBAL PROTECTION PRODUCTS, LLC. nett,
<br />f
<br />' 1Nt I �al
<br />/.. _-,_ EMc t
<br />1 iiaJ'"Las:'OA jHAtt TESnkO�. O4aIREER1Na COMPANY +E4. �?15! e21
<br />20-175
<br />/ PA... f3"1 s>,_I- a CAAN in - Fl�tONE: LeSs)1Y1�-no, TM:. (6 )OU-W.7
<br />a 'valWaw- VAtI NP;
<br />PE. SE'ALIWWA-'REJDA1E CA-CO4671. a.r — RAW. erveWna,
<br />WALTER A. TAUT 44 Pk- ,T"kA... fAn SUEIT 9 L4' 1e
<br />kn 14t
<br />TCORRESPONDING
<br />SCHEDULE F9R R SIQR PANEL C INSIALLAIJONS
<br />(VAUD ONLY FOR PANEL t)[NSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7)
<br />MO. AS.D.
<br />DESIGN
<br />P PAT I F .
<br />(P.,.I_)
<br />MAXIMUM ANCHORS :SPACING FOR E.D, - AS SHOWN ON SHEETS 6 & 7
<br />APPLICABLE.'
<br />DNA
<br />CPlkt&
<br />OF NJY THEM
<br />MAXIMUM
<br />LENGTH PANEL
<br />i
<br />it%,)
<br />TAPCON
<br />LACE SCREW
<br />PANELMATF
<br />FEUALE ICI
<br />PANELMAIE
<br />PLUS
<br />WOOD SLASHING
<br />T3•
<br />13,
<br />13,
<br />13'
<br />73"
<br />1W (TOP)
<br />13'
<br />13`
<br />13'
<br />13`
<br />13`
<br />1W (BOTTOM)
<br />_-
<br />6 i 3'
<br />/
<br />- e
<br />6 t^ 2 -
<br />6 L 2' �
<br />/
<br />__
<br />6 1 2`
<br />I
<br />6 r=
<br />.OP
<br />(TOP)
<br />d _
<br />6
<br />_- 72 t/2'
<br />—6 i/s'
<br />(BOrt •)
<br />"'-w
<br />OR
<br />--
<br />S`
<br />1.
<br />.-
<br />9' -
<br />R"
<br />_ - __
<br />(T✓X'}�--
<br />SW (80TTiMI
<br />LESS
<br />----w----
<br />-----w--
<br />_- _
<br />,3
<br />_ a __ _
<br />13�
<br />-- B
<br />^-t3•
<br />S _
<br />_
<br />13
<br />_
<br />t.i`
<br />I
<br />(T )
<br />+ -45
<br />45,
<br />OR
<br />LESS
<br />_ _
<br />13
<br />1
<br />13'
<br />13
<br />t 3
<br />W
<br />4 BDTfOY
<br />{ )
<br />3
<br />3
<br />8 1/2.
<br />W TOP
<br />_
<br />- E3'
<br />- 13'-_
<br />—73"
<br />13 ~__
<br />8"
<br />IN (60'1TGM)
<br />6 1/2"
<br />_
<br />t/2'�
<br />___
<br />6 1/2`
<br />_
<br />6 9/2-
<br />6 ,/2`
<br />(TOP)
<br />_
<br />_a
<br />.._
<br />_
<br />b 1 / 4
<br />�1
<br />1 2'
<br />_z I
<br />_
<br />6 J 4'
<br />(BQiT )
<br />TS,-0"
<br />4 /20..._
<br />`
<br />/
<br />4
<br />7._.....
<br />I
<br />75 112E _
<br />7
<br />6 #J2
<br />!-."_
<br />...-__
<br />W (TOP)
<br />3W Mj
<br />14''-4"
<br />__ -
<br />10 i 2`
<br />J
<br />_
<br />9 7 a"
<br />r
<br />_
<br />2
<br />_ _
<br />I T
<br />_
<br />4"
<br />W (I--)
<br />5r
<br />-
<br />13�
<br />._.
<br />M19
<br />_ -
<br />�_ 73
<br />7 aw
<br />8 J
<br />+W tt_
<br />{Bp pM)
<br />•. P LENGTHS W SPACER 9: 15
<br />T t FOR MAX.A.S.D.A .D. DESIGN LOADS & MAX PANEL t'�N
<br />SEE ABLE � At47( 5
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAX. A.SD,
<br />MAXIMUM ANCHORS SPACING FOR ED, - AS SHOWN ON SH}k"1S 6 & 7
<br />..
<br />APPLMA.BLF
<br />MAFrMUM
<br />DESIGN
<br />ALTER1
<br />PANFE
<br />TAPCON
<br />LAG SCREW
<br />PANELM"ATE
<br />FEMALE ID
<br />PANFLMATE
<br />PLUS
<br />WOOD BUSHING
<br />PRESSURE
<br />8 & ANY
<br />LENGTH
<br />(D.Zu
<br />OC�ttttATION
<br />(H.)
<br />Ir
<br />lr
<br />13,
<br />13"
<br />13,
<br />--
<br />IN (TOP)
<br />13`
<br />i3:_.
<br />_-13'
<br />lr
<br />8"
<br />,W (Burrow)
<br />6 t 2`
<br />J
<br />b 1 +'
<br />/-
<br />6 1 2'
<br />1
<br />,
<br />5- a
<br />1 -
<br />6 2 T
<br />I
<br />w OP
<br />0 )
<br />-
<br />-
<br />_
<br />- 6 If4"
<br />12 1/"`
<br />is 1/4-
<br />`----
<br />2w (90n.)
<br />5'-0`
<br />-`-- -
<br />7" _
<br />_-_ -
<br />T ,/Y
<br />8
<br />__ __...
<br />------W- - -
<br />8`
<br />_. _-
<br />_.-..
<br />-
<br />---__..
<br />SW (TOP)
<br />OR
<br />LESS
<br />_�5
<br />_ e— _
<br />-
<br />3W (BOTTOM)
<br />_
<br />7 1J2"
<br />B
<br />a'
<br />13"
<br />1 3
<br />I 3
<br />93
<br />3
<br />W fRTF)
<br />-4
<br />445, 5
<br />13'
<br />1 3
<br />._--
<br />1 3
<br />-
<br />5 3
<br />_
<br />yl
<br />13
<br />_ _
<br />WITT4
<br />W M
<br />( )
<br />TO
<br />t75 -75
<br />•
<br />I3'
<br />3
<br />3
<br />13To*_
<br />W UP )
<br />13'
<br />_._ T3__
<br />13" -_
<br />_-IS LL
<br />65 %4'
<br />iw (BOTTOM)
<br />._-
<br />61J2•
<br />-a /2' 4
<br />._ b If2` _,
<br />.6 't2 LL.
<br />_ B n
<br />
<br />2w (TOP)
<br />6 7 4
<br />/
<br />2 1 I
<br />6 1 4"
<br />t
<br />I107T.*
<br />( )
<br />4 7 '
<br />___
<br />_ 12
<br />_..
<br />"
<br />_ 7 i
<br />_ _gf2, _.,_.
<br />.v _
<br />SW TOP _
<br />TO
<br />4"f_._�
<br />5 1/2"_._,..
<br />aJ
<br />`_._..
<br />3W (rT60M1.
<br />_
<br />; .w
<br />/
<br />_. _
<br />AS r0p)
<br />-_._. )J' .."
<br />_.13
<br />�. 13 _._-_
<br />85'�_
<br />�To' ._
<br />4W (9}TT{NN)
<br />P IS
<br />' SEE TABLE 1 FOR MAX, AS.D. DESIGN LOADS & VAX, PANEL LENGTHS WHEN SPACER
<br />USED. CORRESPONDING ONLY T U 0 ALTERNATE 2W' ON SHEET I,
<br />TABLE_#I
<br />A
<br />A.S.D. OEM LOAD
<br />MAXIMUM
<br />LENGTH
<br />40 PSF OR LESS
<br />B'-S. -.
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> 50 PSF TO 60 PSF
<br />W-10`
<br />6 MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE FEMALE ID OR PANEL MATE PLUS
<br />ANCHORS & W/ (p SPI(\p6IiNj M4& 1/2' O,C,
<br />INSTALLATION DETAILS FOR LIFE SAFELY P NEL 6)
<br />INTO POURED CONCRETE OR CONCRETE MCK STRUCTURES
<br />1/4`0 TAPCON EXLSnNG POURED 1/4'o TAPCON ,__ WSTING POURED
<br />ANCHOR O 9* D.C. .... CONCRETE OR ANCHOR 9 9 0 C CONCRETE OR
<br />CONCRETE BLOCK 4/A�q
<br />COOC{( REQUIRED.RE1(pI !
<br />' 1/2- , F1/4_ 1 if2' 1t/#.I..-___---- uak.. _.. .. _.
<br />...
<br />4'4- t'
<br />E7 m"IiG-y • ! T[ 3` aDtis w 1
<br />'CLASS A +.;.. , _I ATeA�AIFRM"
<br />V g
<br /># # I Ux4PN offs 7 s
<br />A I
<br />u I f
<br />IT I PANEL LENGTH
<br />W
<br />If-_. - .SEE ELEVAIN N
<br />B ,' M11 - 1 ON 3HF'EF !2)
<br />R" aEPARAi10N I
<br />B TO GUSH
<br />0
<br />0^'-SEPARAIDON I I* mi,.._
<br />B TO GLASS, W !!! $ tf.Y_A.s1'
<br />I ... V, d ] AT U, aia w 1
<br />9 A 7
<br />R i I
<br />B
<br />{
<br />`L' MAX.
<br />V i
<br />qq
<br />. °.--V' A y. _ 6' PANEL LENGTH
<br />B I (SEE ELEVATK]N
<br />( _ I ON SKEET 12)
<br />B
<br />IT # 4 1
<br />: I i ; ,�. j 1 1✓2 Mw
<br />11
<br />1 I
<br />I E 6
<br />r7n5'OhG POUR©' E D• I ! EXISTING POURED I Q
<br />_ I __
<br />CGNT:RLTE OR
<br />_ COiaCRETE OR ,i_ i�7^'
<br />CONCRETE i Y. CONCRETE BLOCK 'C..�
<br />REQUIRED. BLOCK y 1 a is rft ac REQUIRED. -.)/: G"' I laEYula!
<br />f
<br />F I- - ___.__. _. ____
<br />f..;
<br />f,
<br />(.'SEMQN _
<br />30
<br />Ile* PANELMATE PLUS �. I i/4*A PFNELMATE Aid - -
<br />ANCHOR OU 12 1/a` OG 0 U&MLS ANCHOR (BEYOND)
<br />WALL MOUNTINGS
<br />SEE SHEETS 13 4% 16 FOR ANCHORS TYPE & SPACING FOR SCALE 31it-O"
<br />MSTAUATXNNS OTC WORD FRAME RUCDM46.
<br />MMIWIM ANCHOR SPACINGS MO Wl EDL'i DISTANCE
<br />ARE INDICATED ON THIS SCHEDULL FOR &D. LESS THAN
<br />MOICATED ON SCHEDULE REMCE ANCHOR SPACING BY
<br />MULTIPLYING SZ1,10 SHOWN ON SCMED IL. BY THE
<br />FOLLOWING FACTORS. FOR NS OPERVIOV TO BE POSSIBLE.
<br />REDUCED SW04G 06tAI ED DSING PACTOR's3Nlt Nor BE
<br />LE55 THAN M IONAA SPACING LNQMM FOR EACH A1C.ti0i A (LLri7LLn1tN-�Na ie h
<br />TYPE ON THIS SCHEDULE A I
<br />1, �qEP tt/T
<br />1 /L•A 1/4'. ••.
<br />ANCHOR TIPS --P:icuutE �r1�P''•,,\DENS, �;�5?'s
<br />MwBM1lM. AMOtlt 91*4910 OA.) 1 1 k
<br />aA"•Atlw xaQ � Ill 3 3 - - —0 riJECb. INC
<br />*, *.=-
<br />.at/AWFRn.I Da"w I!;>tl MJ 3 3 i/2 - Tk -
<br />AL1MN.ma DEma ow FAC10R S 'a 57ATE D ='I-
<br />I , 8.3s �:�0`'•. FCO It111(�. E C O
<br />_.._ �- _- ---_._-_ _.... y.c R_ �F
<br />"'Oatr A,1111i1111' TESTING x ' i �.Nw. aaA. P_ .*. M Wawa. a
<br />9,a1 "AI ...." Pena : Lw+t nt-+am Fs ' (X
<br />__.�____. _.__..__......,_ ..-...._._._.. .. ,/IA/NNINNIIAAs•nwL ssA,sa"
<br />3 , x' - PE SAVlIOINTI'RE/6ME _ Ir Ct- ll 111 I
<br />EQR REGIILeR ? RM PANEL I INSTALL4TIQ SIy.._ INTCO Q_.CONCRETE BLOCK SIBUG USES
<br />(VAUD ONLY FOR PANEL C) INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5)
<br />MAX. A.S.D.
<br />DESIGNPANELMATE
<br />PRESSURE
<br />RATNG
<br />MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW
<br />'NPLICJ•B
<br />70 P
<br />& ANY
<br />tAA>G'MUM
<br />LENGTH
<br />%'
<br />t
<br />( I
<br />Ma%, AS,D.
<br />PRESSURE
<br />RATING
<br />.a.F:
<br />tP )I
<br />MAXIIkUM ANCHORS SPA(3kG FOR MRi Ed). PER SCHEDULE SELOIN
<br />APPLACASIX
<br />TO
<br />& Y
<br />1X)N�NATroINcONIRFATtar
<br />DF THEM
<br />MA%I9AUM
<br />NIIEL
<br />LHEH7- GTH
<br />1.
<br />((P.5.1,) n.I
<br />TAPCON
<br />SOUD-SET
<br />FEMALE IQ
<br />PANELMATE
<br />PLUS
<br />ZAVAC_NARIN
<br />CALK-tN
<br />TAPCON
<br />SOUO-SET
<br />PDESIGNANEL"'rE
<br />FEMALE t0
<br />PANO.MATE
<br />P'�
<br />ZAMAC_NMUN
<br />CALX-IN
<br />m m
<br />���yA�-
<br />i�_ _.
<br />m
<br />m
<br />CONCRFIE
<br />m
<br />m TD
<br />1
<br />O
<br />ro
<br />p- THEM
<br />ro
<br />am
<br />To
<br />09KR"tE
<br />mr,-,�T-
<br />tD ,.m
<br />lE
<br />mNFfQ1E
<br />fANUAETE
<br />ro
<br />p0�
<br />to
<br />LESS
<br />13' 1 ,3'
<br />' , 13'
<br />ISt
<br />:.
<br />I 13
<br />t3' _ 13'
<br />-- -
<br />i."
<br />1 tJ"
<br />a e
<br />a "� "�'
<br />-}5
<br />13 ` 13
<br />.._._... 3._._,._..
<br />Iy
<br />13' 1 r
<br />_,_�-., ._._..__.
<br />1 -
<br />,3'
<br />1 '
<br />3-
<br />_'
<br />13
<br />73'
<br />i 3
<br />i 1 't
<br />? 2
<br />J
<br />B
<br />B_
<br />73
<br />_,.... ._
<br />13'
<br />_.-.__
<br />1
<br />6 4
<br />/
<br />i3'
<br />13'
<br />. _.
<br />it
<br />_._.
<br />, '
<br />3
<br />13'
<br />2 1 2'
<br />/
<br />B
<br />13
<br />_..I-3'__
<br />13' ..'
<br />bi 4'
<br />J
<br />13'
<br />13"
<br />13
<br />t 3
<br />73'
<br />-
<br />fi 1 J A
<br />a
<br />a
<br />13 ._
<br />i 3"
<br />6 I/A'-
<br />61 /
<br />it
<br />13`
<br />`__"
<br />13
<br />tr
<br />_
<br />T r
<br />b Ile
<br />/
<br />a
<br />73
<br />_ __
<br />i 3
<br />.-,_14*
<br />8 I
<br />73° T3'
<br />13' 7 it
<br />° a..,
<br />,3 1 13 _.
<br />3' � T3'
<br />t3" Y3'
<br />'9
<br />1 1 to Ta°
<br />2 a
<br />J f
<br />B B
<br />a
<br />+3 { 13 :
<br />_.__ . s_.-__ _.
<br />it 93'
<br />i
<br />--M__�.._..._.
<br />13' ±3"
<br />idT` i3`
<br />.»'
<br />13 I .3
<br />_.__.._.,...�.
<br />1' t'
<br />1 3
<br />13" t3`
<br />}
<br />B 8
<br />B
<br />iS ,3"
<br />.-, _-.-.-_.,-._
<br />!
<br />t '
<br />T3' 3
<br />-_ _.' _,_-._
<br />73'
<br />iS'
<br />13
<br />S 3
<br />13'
<br />8.1 A
<br />/
<br />e
<br />)
<br />Ti,
<br />_..._
<br />13`
<br />__..
<br />I
<br />i 73`
<br />t3'
<br />I T3
<br />1 3
<br />i3 '
<br />B 9 4'
<br />f
<br />7# / 2
<br />13
<br />_---
<br />"
<br />- 13
<br />__. _
<br />J
<br />t (TOP)
<br />1 (BOTTOM)
<br />a (TOP)
<br />-..a.1
<br />2 }
<br />(
<br />3 �)
<br />3 D(7T7OM' )
<br />(
<br />4 rt-
<br />OF
<br />(t )
<br />4 IiOTTCRA
<br />r )
<br />P
<br />{TO }
<br />..__..,,TTOM).
<br />5 (BOTTOM)
<br />6 OP
<br />(T )
<br />,._,_.,...w_.._
<br />)'
<br />G
<br />OR
<br />LESS
<br />5 5
<br />IQ
<br />.III -BSI
<br />13'
<br />13"
<br />' 13'
<br />13`
<br />13'
<br />13'
<br />1 13,
<br />13'
<br />T3' 11*
<br />t;{°t3"
<br />/3
<br />77
<br />IJ
<br />13
<br />73•
<br />73'
<br />11, ij2
<br />.11 If2
<br />I (T(iP)
<br />i (BDT'SE t)
<br />5. B,.
<br />OR
<br />Il
<br />,
<br />13
<br />i 3
<br />13
<br />lr1
<br />13
<br />3
<br />`:'_
<br />13i3T3FS
<br />t3'tr
<br />•
<br />t3't1"
<br />.
<br />_
<br />i J
<br />17
<br />1i 1 2f3
<br />f��.,
<br />T j
<br />2 BDTREOSROHi
<br />(
<br />t
<br />-Y "9
<br />Ta 2
<br />/.
<br />1
<br />t'
<br />a 2
<br />J
<br />Ir
<br />6 1 6 "
<br />4 i L
<br />% f
<br />�>�_
<br />13'
<br />t t "tT i
<br />a a a
<br />/ /
<br />...... ,_
<br />J
<br />f
<br />11'
<br />_._ _
<br />"
<br />6 7 4*
<br />J
<br />u 1 a
<br />6 I +'
<br />J
<br />3 (i os+..
<br />3 (BQTTaM1
<br />B
<br />B
<br />TS
<br />_-,._.....
<br />i.«
<br />i3
<br />5 f 2
<br />/
<br />I 3
<br />_._. ,..
<br />13"
<br />IS
<br />@
<br />a
<br />t 3
<br />_ .__
<br />13'
<br />13
<br />1 �'
<br />e
<br />YT
<br />13"
<br />13
<br />6 t A"
<br />B B f a
<br />J
<br />B`
<br />t " t
<br />3
<br />._i3' �73'�.
<br />t3 .3
<br />4• Y L'
<br />a
<br />8 1 7
<br />�..
<br />7 t "
<br />8 /2
<br />8 T
<br />T3 TS _
<br />- -
<br />Tr '' T3"
<br />t
<br />13 3
<br />8
<br />8
<br />, 3 __
<br />3
<br />t J
<br />b
<br />M13"
<br />.�.
<br />3
<br />1. 3
<br />I '
<br />8
<br />R
<br />Y3
<br />._
<br />a
<br />f3
<br />13
<br />B 1 4
<br />3
<br />�4
<br />1i725
<br />/
<br />'�"`
<br />11 1 2
<br />/
<br />1 1 2
<br />✓
<br />8 +
<br />4 (SDP)
<br />80
<br />C TT¢3�
<br />iH*
<br />(T ) _
<br />_.-
<br />5 BOTTOM-
<br />{
<br />6 {Ti#f _
<br />6 @OTT:'•
<br />Ir 5"
<br />Ir
<br />10 1/2
<br />137
<br />Ir
<br />13' 7'
<br />7 1./2 5 i/2
<br />13'
<br />4 1/2"
<br />1 (TOP
<br />._�3�
<br />i 3"
<br />_8'
<br />7 a
<br />S J
<br />iJ�.
<br />13'
<br />13'..
<br />it
<br />13' 6 1/2'
<br />Is D43.
<br />IS" :8 1/2'
<br />3 14"
<br />9 1/2'
<br />i
<br />8 112`
<br />8'
<br />13"
<br />13"
<br />5 ,/2"
<br />/2
<br />i (TOO)_
<br />(> ).
<br />La I 7"
<br />1 i 5'
<br />TS` - T'
<br />r
<br />i3_'
<br />13' T-1--
<br />3
<br />10 1/2
<br />J.
<br />__
<br />13'
<br />73'
<br />_ t
<br />9 2
<br />J
<br />7'
<br />8 1/2
<br />1 9 T 2
<br />13 I T
<br />,3` 9 I
<br />I 7 i
<br />1d Y 2
<br />7 t/a' S I/2
<br />10 Eft 7 /2
<br />Sv
<br />3T1+
<br />13' -
<br />6'
<br />FF
<br />+j2'
<br />6 1/2`
<br />t BO
<br />a (TOP)
<br />2 (BOTTOM)
<br />tE i
<br />6'
<br />13'
<br />13'
<br />8 5fY'
<br />13' '8 7J2'
<br />i
<br />9 /�8
<br />1 Ja
<br />13'
<br />i
<br />15 /2"
<br />�.
<br />2 {T l
<br />Ir
<br />] 1/2'
<br />t3",_
<br />IS'
<br />)r
<br />1r _ To'
<br />13' I IQ"
<br />_Itv
<br />a"
<br />_
<br />-13, t3'
<br />.ij2
<br />2 (607TOM)
<br />I , 7'
<br />13"
<br />13'-
<br />t1'
<br />: 9 1/2
<br />13` ` 9 F/2
<br />,0 T/a; J '/2
<br />•3`
<br />6 1/2'
<br />3 (TOP)
<br />B'-6'
<br />TD
<br />4'-4'
<br />SS -e`
<br />TO
<br />9'-6'
<br />13'
<br />7 1/27
<br />13
<br />IF
<br />13' 10'
<br />IS` tO"
<br />71'
<br />8'
<br />,3'
<br />16 1/2'
<br />3 (Tqr)
<br />---- -�
<br />12 1/2
<br />12 I/T
<br />6 I.
<br />a if4•
<br />i2 if2')5 7/4"
<br />- --
<br />¢ t/4'
<br />6 If4'.3
<br />(BOTTOAS)
<br />/
<br />8-
<br />13'
<br />I
<br />_
<br />a I/2"
<br />to IfT'T2
<br />B•
<br />13,
<br />ij2
<br />13`
<br />6 tJ4'18 if4'.
<br />_
<br />'t3' ,0"
<br />t2 if2'12 1J2
<br />a,
<br />tr 1 ip`
<br />5 IJa}�-_
<br />!1-i-8=
<br />-
<br />8 1/a',6
<br />7 7!2'�`
<br />1j4.
<br />B t/2"§trap)
<br />3 (I TTE4#)
<br />L
<br />,—
<br />($Ot'OM)
<br />.
<br />]' I r
<br />-___P"'.
<br />13 1 1.
<br />Y
<br />T34-1
<br />r S'
<br />8'
<br />tr
<br />i3"
<br />"
<br />-
<br />5 2
<br />/
<br />_
<br />Sr
<br />13'
<br />-
<br />, 1 2'
<br />/ -
<br />-
<br />T
<br />11
<br />t3`-
<br />-
<br />-
<br />3 2
<br />I
<br />_
<br />tf1'
<br />9 1/2'
<br />_
<br />a
<br />--_"_.y�"i`/2'
<br />13' 9 1/2-
<br />1I- 19 tr2'
<br />I 7"
<br />/. 3`1/13'
<br />O tfT'g71/2°
<br />10 tJ;t' 7 t/_a'
<br />�2"
<br />7 1 5
<br />-
<br />i lja'
<br />13"
<br />_[3'
<br />-
<br />13'
<br />6 I
<br />9•
<br />(TLW)
<br />4 (BGTttNd)
<br />8 {TOP)
<br />�—,86--,
<br />13"
<br />IS'-
<br />8 1/a'
<br />6'
<br />7Y
<br />T3'
<br />B i i*
<br />13°
<br />it
<br />B i 4•
<br />i3'� ?4"
<br />H.
<br />T3• I¢ 12'
<br />_ I
<br />a i' d"6 t `4"
<br />13' ,0'
<br />13" B t 2
<br />/
<br />1,'
<br />9 t/2
<br />-_.
<br />e'
<br />6 t/2'
<br />5 _
<br />t -
<br />-13`
<br />tr
<br />_ 7J"
<br />6 1 s'
<br />6 1/2`
<br />-5 1j2'
<br />6 i 4•
<br />f
<br />5 {@a7S0ed]
<br />8 (STEP)
<br />8f}Tt-a'
<br />8
<br />SEE !MELT 11 FOR ANCHORS TYPE & SPACING FOR NvALLATORS aMia Wow FRAME: BtNL.8Ai
<br /># Will ANL140R SPACINGS AND MIRMUM EQOE DISTANCE ARE ,Hbn"A1TED ON THIS SCHEDULEBOA f 0
<br />LE$F THAN *RAON BCHGDULE INDUCE ANCHOR $7wN4 SY MULT yINI, sPADMG SHOWN ON
<br />RCHEOOLC BYTHE FOU.CAl FACTORS. FOR Tit& opmTIDa TO BE possilRE, REoucal spAC1NQ
<br />u uum usl FACTO* s7 " NOT of LESS nil AMNNUM SPAGNG ,NoCICIEo cop w* ANCHOR TYPE
<br />ON THIS SCHEDULE
<br />1/+.
<br />1 +'
<br />r A
<br />14'•
<br />/
<br />4'
<br />/ a
<br />a
<br />/ •
<br />f 4" r
<br />ANCHOR TYPE
<br />LIPC1Mi
<br />-Sit
<br />Aw"NEMI a
<br />PA'fOMiFE' PUZ
<br />�„�y
<br />CAINrW
<br />M7TOMK311 ANCHOR $PACM (1)
<br />3
<br />3
<br />3
<br />3'/2^
<br />2 1/2
<br />A9kaMtWA @,)
<br />3
<br />3 ,Jr
<br />]'
<br />3 7J2'
<br />DISTANCE,mm) ilA%DA
<br />3 -�
<br />31/x`
<br />3 tjY'
<br />--3 TJ}
<br />3 t/1'
<br />ACSlM. $DCE DISV4= (E.O.)
<br />FACTCIR
<br />I I/r
<br />I— ------ ___..
<br />_----
<br />---
<br />_ _
<br />__._.-..�-'----
<br />_
<br />---..__.....
<br />_
<br />..
<br />2'Ir
<br />3-
<br />3 I
<br />os5
<br />a.o
<br />oso
<br />a»
<br />- -
<br />- t90
<br />S,lib -
<br />-
<br />-
<br />5 W
<br />osa
<br />BOB
<br />I ,A.
<br />- SPACINGS ONLY VALID WHEN SPACER B I5 USED. SEE WLE 01 FOR MA'(, AS-D.
<br />DESIGN LOADS & MAX, PANEL WHEN SPACER F6 IS USED,
<br />AS.D. DESIGN LOAD
<br />MAXIMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-B"
<br />> 40•PSF TO 50 PSF
<br />6•-2-
<br />? 50 PSF TO 60 P 0 F
<br />5
<br />1 5-10"
<br />A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2' D.C.
<br />FLORIDA BUILDING CODE (Non I-
<br />- - _. _. _ _. -. . __ .___.- ._._.__.ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 11 14, 15 &I 61--- -.- _-.-_—.-.- .-.
<br />3" t' R-1A/13, R-2A/13, R•-3AJ14, R-iB/L3. R-28/13, R-3B/14. 3' MAX.'.
<br />D"w�} : I, MIN- R-IAill R-2AW/15, R-3AW/96. R-1BW/i5, R-29Wf15, R-38Wfi6. '- =-�
<br />V Of ti/
<br />0 1 a a^t, v 0 CO
<br />T
<br />I l , 1 3 } 1 I I [ ! ,i
<br />o I i i `:: 4. I
<br />C I
<br />r 1 i
<br />1 I I i f 1 i I I i II Lie
<br />! I 1 1/4"e-20X1" S.S. 8QL1-s W,@ �. ; I IV
<br />")`S:
<br />(USE FOR PANEL. LENOT14 :. MAX_
<br />1 � / OVER V-6') \ (7) I PANEL LENGTH,
<br />jjjj{
<br />/ i
<br />.. REGULAR STORM PANEL. . REGULAR STORM PANEL - 6'"8' 0 +40.0, -40A ;, f.
<br />I I I , 'I,
<br />_ (W/ OVERLAP Al PANEL LEMON BOLT)
<br />I
<br />i .,�___. __. ____. ____ _. ______I _.._ IT ,__ __.____________ _
<br />1 jj I
<br />U E SAFETY STOP EL P.
<br />f. N PAN D, EL
<br />(W/0 OVERLAP MO PANEL LPJNGNif. &XP
<br />II pj ,II-
<br />hl t-- - - A :' l�E 2'-a" MIN. PANEL. LENGTH
<br />3 ALL 4IOLNNTMGS
<br />` v! I t 2 , r A
<br />s.. BatTs W 7 s {{
<br />AT w vFRl.arY` I
<br />Q 1
<br />I I
<br />: I � -
<br />i - -,
<br />I ;' 4 I L!
<br />a-',. ." l
<br />I
<br />a
<br />- 11 - I - � -- 1, ,� . .-1 - - - �. I -1, � - - I", 11-1 I � 1 -1-11.1 I , I 1. . , ], i
<br />1_ ... _ _ .._.. __ _. ., I I I....., ,. I
<br />f ZO NOTCHES aT 5n3O I (( TI N d I L6CA O LIFE SaFEYY
<br />PANEL L BOTTOM ep*NERs , ,
<br />, E $J '7
<br />kk e i (
<br />I I 1
<br />D.Mi., A ,
<br />.._-OVERttP--OVFR#hP--
<br />ar 4 ' T A WING NUT A-_ _ _ WING NUT t
<br />-Bo -yq� L,fU PANEL � � � �- -RIGHT PANEL a`j4al[. 'I' INSTALLATIONS ONLY VALID FOR 'WIND
<br />.I' MAN. R-1A/13e Ill, R-3A/14, R-16/13, Ill R-38/14, 1li : SPEED UP TO 170 m..P.h.
<br />R-1AINI R-2AW/15, R-3AW/16. R-19W/15, R-211l R-39W/16.
<br />I
<br />_- -.. _...--.-.... . ---..--- -_-ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13. 1A, 15 8,16)_,.. -
<br />{#" MAX. GAP
<br />LIFE SAFETY STQRM PANEL C1 � ELEVATION (f) '`-
<br />x ,.. SCALE 1/4--7'
<br />t 2.aH7"REGULAR I
<br />STORMM PANEL {MI ' t W4[k,E VALL"`) � STORM PANEL "
<br />`u < r. Z`.u�'•.„y � -. Z:e%"'0143NN It+,iJ _ 2 c.. aa__
<br />4,1 Ir
<br />Io
<br />Ma<. OAP t� { . 11 I'll,
<br />.__________ ____._ 4a _ .-
<br />OVER ATtC t I._________-. _..__-_ ___ _., _ _ _. __7-\-/-�
<br />-10
<br />LIFE SAFELY PANEL = "o 13, ..W TF z FLORIDA BUILDING CODE Non High Velocity Hurricane Zon.
<br />. AF TgIXEc". Mac. A FA
<br />EXIERIOR" �" 1ORIDh 4N+ 24 CAGE GALVANIZED STEEL STORM PANEL OMWN HY
<br />,"j...-i"��.-�E C �}.$fi. 1 GLOBAL PROTECTION PRODUCTS, LLC. p9f;;�0'°
<br />�'• H,'
<br />J�` CTIt}N A -A v n ltr T'fu�'F5N4 . ENOQfElBRl6 CDMHRANY AM S.W. 51 STREET
<br />�.�f Sec N_.c v' a .Nam .-Y }MAIL FL MI4
<br />SCALE 1 /4 = I' i t i `2 • . (.0 A �L�1 - AICw- (05A)VU 646. FOX: (W)INA 7 2G-175
<br />f -
<br />CA-00m,9 ,mows ,oWWr _ CRAMITNG..
<br />P.E. SMlSIONTURE/5DT WATER A 7511T 1, P.E tt-,Af �. giC{T 11 aM 14
<br />a 4+faT
<br />INSIALLATION DETAILS FOR LIFE
<br />INTO WO STRUCTURES
<br />- - {{��,,�� I
<br />WOOD HEADER + WOOD HEADER y .. I(}I hJOO XEA9ER j - WOOD REAM
<br />. ,. _ ._. -__ __ _q _ ._ _ _
<br />7'- REWIRED :1 REQUIRED "i .-T`tfryUS-ED .; _ itEOUME,
<br />,... ij4'0 TAPCON ' 1/4'a TAPCON 1 "..114.0 TAPCON - i ._\ .I 1/4``�f TAPCON
<br />`""I :.. ANCHOR O 9' O.C. j _. -A IGR O 9' O.C, ANCHOR O 9" O.C. -1=01; @ 9* OF,
<br />i k.
<br />i I . ' \
<br />. Z 2 I -
<br />I 0 7�
<br />t
<br />.') ,:-, ). ij2 I ION]. i '; ! I; IL. T12' 11/4' , d a Ii1 if2' 1 t1/4` ,1 ill- if+
<br />MAC.--._ WnX___--
<br />__-_ i -'- ___.__. ,-
<br />-j : __.. -
<br />,: - ___.---.__.) .. I i)',
<br />* z'
<br />1'): Min. `_., Ir I ! - „-' ' i MF I ,4 I .!I, ' 4!l I :.i Air. -•. 'I
<br />I ' t 01,
<br />11"A",
<br />t ""'"'t 1L I ( ' I w�� f _ T , -
<br />L[ 9 I (.! rs +..,.i I C. L fi R. L 1 „ ') r E r n L-i 4., ) _.
<br />11 f 6 IMro-m..t" it i "-.''. 9 I V4'r.,swT•
<br />R I 4 •r t- ( SS 6a.Is w R ! :, B .' i P 3.5 I09s5 w
<br />IB I , tf+'r-xor#' i. TYRE _ a , .I... .. AT LA ' tt I if4'l-44+T'II'I.
<br />t ,' i }S w :, h ,d''.: 4
<br />EiSF3THf i ((. - I 1. H04TH IF -: 9 I GLASS
<br />+''- - ' - 3 ' B6 / _ I 1LI�i peiR Y-5`1 _ B , . $ ( " Hi I lE1XA,s 9Ad Y-W') GLA45 II • - I ...: i
<br />It :. EATEhCI&S5 ! A1 4T EXL.TN?Q, `.^ :'1 GL,65S n yr^ .- ALA.KRm>O EtISTR�" it 1
<br />9 1y 1 ,p i M I H L` MAX. !1 1 )3` B 1 'L' MAX.
<br />1 ..._ _..__ .___t_. A -a PAN - I( 1___.S f _ d _ __- -1__ T _ _T..- ..-. I'L. MPH.e:-•, ., r. ._... .. ....__T_.._. B FY LENGTH I I _..__ L °` N.c P ....____.I(1. ...- -1 c.,__..-f S, PANEL LEMON
<br />f§ i} 7 (SE ELEVATION $$ ..( I (SEE ELEVATION
<br />4
<br />L 1 t q
<br />it Z, i ,PANEL. LENGTH �` ON SKEET 1 I. I $ PANEL LENGTH 6 1 t
<br />2 ON SHEET 2
<br />B f )
<br />. _.____ _-1_-__I I(SEE ELEVATION ¢ ,- - T.... a ___ _._. ,A� -- OTk SHEET
<br />U _ _ ,.__.
<br />iA11 -r--__-I - ON SHEET ,2) R I I Q - T S., 7Y 1
<br />ti I iE'--. _7A _... `" L _.,1 B i' Mfn, I- 0) �'
<br />i, i' Mtn. _-r- 9---S,P.1N;b. _.." I n, ! Rn a/__.._.. T _$ T
<br />,-91PA'RA,- -1 1 (� 9 1' � .. .. I �.. { 1 R TO GLASS. i
<br />t € (- � , t �iTOGLASS.1 L/2 R--SEPARATION-. : fff CI,` B I p .,-�-' q 1" Min. _! i -�* $
<br />`1
<br />i l�r 5 76 GLASS 5° IT+I I I 4 L/2 : TO GLASS. I t _ ) 6
<br />At 1 r - v ...�.� i $
<br />i 1
<br />e txl - '.u1 -
<br />1 E{ •I
<br />/d' I /T
<br />N .. - -. .._ -a
<br />Li}y I IEC. ! I £t1 ') +i /1- e71 ma. 4• EA f
<br />- t "1 PA as I
<br />K435 W 2"<
<br />. I41 R i
<br />a c / is
<br />' I ... 4') i ._. (,4, $'xi" WOOD ;, - -
<br />- - 5! 11Ex -. : Ms
<br />' - J PLATE ._.... , . 1 " I 1s I
<br />x i oc
<br />REiXI1- t
<br />; . , ..* 1, APC 1. _..r '. .. , ,.-_j . AP00N 2`44." WOOD- I'
<br />+4'0 T ON ,` i'4`P TAPCON f +`W T
<br />_'T - ANCHOR O 9" O.C. '�.j "� {'� ANCHOR a 9' O.C. � . � C.Q. O 9` O.C. PLAT£. � ._.v4'A TAPOON
<br />k ., ` ' ';`. ) S:TAOGERED W! STUD STAOGERf.O Wf STUD t'. 1tEOUiPO !.;
<br />I
<br />7 ANCHOR O @ " O.C..
<br />6 1 1 ..�4' WOOD ` L i' PLATE WOOD ( ..
<br />'...%.�__. .., z_ -1 .. .• .. REWIRED _ _ _ _ -...¢. - '.' REWIRED
<br />,7t . - .''- . .'. 1,II
<br />Lg SERNATIYE R-UAW ALTERNAT$VE R-1BW 2t AL N TIVE R-29W
<br />$ GULAR PANELS 0 W ME ETY PANEL � �t�$)R PANELS � SAEM PANEL
<br />WALL MOUNTINGS ow"INM", WALL MOUNTINGS
<br />SCALE 3/8a1- A,Trl 'fl^"h�L SCALE 3/8-,'
<br />a y�? '. LENS - FLORIDA BUILDING CODE Non High Velocity Hurricane Zone)
<br />44 j g7 s £7#5w tKt�a P 24 GAGE GALVANIZED STEEL STORM PANEL,
<br />T y z 7 B.,
<br />1 I EST ION ARE ONLY VALID FOR 0. DESIGN
<br />h ALLA- Y 0 A S. DE N '
<br />PRESSURE RATINGS {P.s,t) AND PANEL LENGTHS AS '* * '*' _ _ N��fta2a
<br />PER ELEVATION ON SHEET 12 I .4',. STATE C ' �I. E GLOBAL PROTECTION PRODUCTS, LLC. DATE
<br />2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD .�'t *. F.. '- TEPINo A, e. towNin, aIfOB Ill !I STREET
<br />MEMBERS TO 6E SOUTHERN PINE Na 2 W SPECIFIC "f icz..• lOR)ET J `y`..A./,.d/"o<•7 - swA ce. sk an !Twat a.m . w n'". twx. n.. sis,+ _
<br />/ r}... �', sus: DAN.I-.,-..ITT L�a7 Tt-1S5. F1IW(F- (45ABa;e 75,6. FAA, (93(lEd4"67&J a4 1%"J
<br />DENSITY of 0.55 OR EQUAL. 3b4�/ _.._- +..tt_AOO8714 'Y �,�A OSA'FWR/QAx, .Y: Ta f4.WeAM btR I0.kr OaaPa,4- .aa O. dMR ICI lm-.
<br />HIklMN H ATM" WALTER A TAW ,, P,E. . :...
<br />-..�._._,.-.,_...._ 44t A $HEeT T9 W ICI
<br />F--- .. . IONS INTO CONCRETE A CONCREIE BLOCK STRUCTURES
<br />I
<br />(VAUD ONLY FOR PANEL(( INSTALLATIONS AS PER SECTIONS i THRU 6, ON SHEETS 4 & 5)
<br />MAX. A.SD,
<br />MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW
<br />APPi-'CABLE
<br />1MXiMUM
<br />MAX AS,D.
<br />IMMMUM ANCHORS SPACING FOR MIN ED. PER SCHEDULE BELOW
<br />APPLIGBLE
<br />TO SECIOH
<br />MA%'MUM
<br />DESIGN
<br />PRESSURE
<br />-
<br />& A
<br />- PANEL
<br />LENGTH
<br />DESIGN
<br />PRESSURE
<br />PANEL
<br />lE1HGitY
<br />Y`
<br />TAPCaN
<br />SUi.iD-SET
<br />-
<br />PANELM,4TE
<br />FE44M,E 10
<br />PANt1MAT8
<br />PLUS
<br />LWAC-1'bUi.iM
<br />CALK^iN
<br />TMCDk
<br />SHERD -SET
<br />PAMALE ID
<br />EEy1pyE w
<br />PANEL S
<br />PLUS
<br />- `
<br />- -8L
<br />x
<br />RATINGTo
<br />(R.N.T)
<br />L
<br />(ILI
<br />RP nkc
<br />IA.,)
<br />m
<br />fBLOCKbN iE, roe
<br />00110EETml�
<br />TO
<br />CoAcArm
<br />IQ
<br />TO
<br />10T,
<br />COTo
<br />AcATE iSAr&ih
<br />er SEW
<br />m
<br />iSi ),•#ftK�#kii
<br />TO
<br />10
<br />.CONCH ECa�
<br />Wi CUE
<br />CONCRETE
<br />�
<br />t_3'_
<br />tt'
<br />73' 73`
<br />;3` j _.13`
<br />13`
<br />13'
<br />13'
<br />,2`
<br />13' to•
<br />i (FOP}
<br />13' { _
<br />ItD t/2'
<br />13
<br />.8 1/2'
<br />1}'
<br />6 If2°
<br />7 1,r2
<br />S J2'
<br />13 j+ /2
<br />(w)
<br />-73`
<br />I1'
<br />13" EELS'
<br />-1.3' fig"
<br />13`
<br />t}'
<br />13'
<br />7T`-
<br />tr ta'
<br />t (BOTTOM)
<br />,3' to ,/r
<br />_43`
<br />I3' /r
<br />13'
<br />9'
<br />_
<br />13'
<br />9' _
<br />1O'
<br />]if2"
<br />t3' i 6'
<br />t (BOTTOM)
<br />1 �
<br />J
<br />_
<br />_ 11
<br />_
<br />1 T3•
<br />3
<br />tr'� 73'
<br />t3
<br />7r
<br />I
<br />1 '
<br />$
<br />I
<br />13' B
<br />2 (iOPA
<br />7
<br />13 S'
<br />_:
<br />^ 11
<br />t II tf2
<br />3
<br />t 3'
<br />16
<br />�8 2
<br />/
<br />IS`
<br />_
<br />i
<br />J a
<br />] ] 2`
<br />J
<br />S t 2'
<br />J
<br />7 4 t 2`
<br />3 /
<br />2 P OP )
<br />_ -
<br />t 3
<br />13' I
<br />11
<br />11"
<br />1 -`'`
<br />3 3'
<br />i' t3'
<br />i�
<br />1r Ta
<br />-
<br />t.' 1 Sr
<br />3
<br />13"
<br />}
<br />IS'
<br />1
<br />73•
<br />v
<br />T
<br />,2'
<br />'
<br />73' 7D'
<br />2 9OSTON
<br />+•. (TOP)-
<br />13 ]
<br />i3' J'
<br />73' 1r
<br />73" i t3`
<br />Tr
<br />3
<br />9 /
<br />9 �'a'
<br />J
<br />-^
<br />/
<br />1 T'
<br />/
<br />ID T l2
<br />7 t $`
<br />6 7 2'
<br />/
<br />�-
<br />2 O
<br />_ (BQn i
<br />t
<br />3 t!P
<br />_
<br />B`
<br />�_
<br />8"
<br />ii
<br />121 '1?
<br />_x 2
<br />/ J
<br />11
<br />8" B"
<br />t #*
<br />B 61 4't.212
<br />f J
<br />8' 8"
<br />pij
<br />J
<br />B'
<br />�
<br />1 21.?'.�
<br />/
<br /><
<br />-
<br />6# 4: a J X
<br />/
<br />9' s7 2
<br />(BEN 3
<br />3 f1'66't
<br />4� P
<br />TTO
<br />s s
<br />q R
<br />-
<br />"
<br />7T-
<br />+ }
<br />f i 1
<br />f j
<br />a' S t f2
<br />,r
<br />B t#
<br />/
<br />7'
<br />6 7 4
<br />f
<br />3 7 f 2
<br />1 •
<br />T _2
<br />/
<br />ue
<br />6 t 4
<br />4
<br />_ 9
<br /># a
<br />f
<br />3
<br />8 9 4 .6 T h''3
<br />6 1 t
<br />f. 2 a J2
<br />M
<br />+ ..�._
<br />TOPT0
<br />(TOP. }
<br />yy�P
<br />8
<br />t 3 "
<br />--
<br />I tt
<br />B
<br />t3" 13
<br />_ i
<br />B
<br />3 F3
<br />B
<br />4 3
<br />8
<br />, 3
<br />B
<br />i1
<br />12
<br />3 10'
<br />`
<br />A
<br />s {TDFI
<br />_
<br />t , 3
<br />3 _1
<br />_*.. __..7
<br />s 1 -
<br />�'
<br />i t3
<br />a
<br />�.vi.�
<br />1
<br />q
<br />I 13"
<br />_
<br />9`
<br />5}'
<br />9'
<br />,
<br />5 z
<br />B
<br />J
<br />`
<br />7" -
<br />_
<br />4 n
<br />{qb DM }
<br />.: w. _-_.
<br />5 BCirrOM )
<br />13
<br />`
<br />Y
<br />"
<br />r
<br />3 ➢3
<br />13 1
<br />«
<br />1
<br />�
<br />1
<br />q"
<br />5 TOOPTOM�
<br />i 3
<br />13' l }
<br />t.
<br />t' L1O 2
<br />5$
<br />3
<br />'
<br />i / $
<br />b i 2
<br />l3
<br />lr
<br />Ile
<br />s a
<br />J
<br />B ! 2"
<br />1 0 1 a
<br />J
<br />] 4 Y)5
<br />7 1 I2
<br />i ?'
<br />I
<br />i 8
<br />3
<br />4 t 2'
<br />13 J
<br />(
<br />b ET )
<br />" r
<br />13 74
<br />6 if4' 6 ,j4
<br />`sib%
<br />6 {80TT`:).
<br />t 3
<br />-
<br />I 1 1
<br />73` 13'
<br />j
<br />b I + ]$ , .4
<br />/ I
<br />t3 t3'
<br />6 1I4 '6 Ill
<br />f
<br />t„"
<br />1 3
<br />-
<br />1 1
<br />-
<br />t 2
<br />-
<br />1.75. -75
<br />t.'
<br />'
<br />6 1/4- 6.1/4
<br />13 _-.____._
<br />6 1/4
<br />I6 1/4"
<br />.-
<br />6 1/4'6.1/4`
<br />_
<br />_. - _t
<br />'_'
<br />_
<br />6 ,J`4" S M1f4
<br />8 (@GEED'")
<br />3+G5, -55'
<br />TO
<br />+'s. -75
<br />TO
<br />+11&-ttg6
<br />13"
<br />!�1
<br />`-..i._.�_.
<br />7 )/2_
<br />I7 , r
<br />/
<br />Ir 13" ,
<br />13' 13'
<br />t3' '� iG'.
<br />fir tO f2 '�'1-�
<br />I
<br />t3'
<br />t1
<br />�-
<br />I 1p"_
<br />10 1/2
<br />"
<br />, 1 2"
<br />i /
<br />8"
<br />8°
<br />,3_ 36 If?"
<br />I3F - 7-
<br />-t 16
<br />1.-(i ') -
<br />7 BOTTOM
<br />( )
<br />13• 5'
<br />13' 6 1!2'
<br />_+-___
<br />_ I,Y` 10 i/2_"
<br />11' 11'
<br />�_ L __
<br />Ir
<br />7S'�-
<br />__-__
<br />6 I
<br />9'
<br />13^
<br />13` _
<br />_
<br />-1 '-
<br />6 1/2'
<br />9`
<br />7 lfi`t,_
<br />IQ`
<br />5 if2'
<br />] i fa
<br />�S• + 1 2•
<br />3-
<br />13` 1 fi'
<br />5 '
<br />P (TOP)
<br />1 (90TTI}M)
<br />1�'
<br />3
<br />'71 Y
<br />7 ,/2'
<br />, '
<br />71" I 3
<br />_
<br />13' ,.. i}'
<br />�� '
<br />t i O
<br />-
<br />13' ib tf2'
<br />�5
<br />13'
<br />I IQ'
<br />_ _
<br />11D 7/2
<br />; `
<br />_ 1
<br />17 Ij2'1
<br />e"
<br />8'
<br />' 1 ?`
<br />3 I
<br />___ir
<br />_1r�1 _T`
<br />a Tes
<br />t )
<br />T (RO OM)
<br />1 5'
<br />_
<br />_ _
<br />_ 1 }j--�71
<br />1' f O JX
<br />3 f
<br />11. _ 3
<br />t'
<br />1 _
<br />�s
<br />__�
<br />6 T
<br />t
<br />1 2"
<br />/
<br />¢�{{{-9�`
<br />J
<br />_
<br />6 1 2
<br />J
<br />t- 2'
<br />+9
<br />J 2
<br />t "�t�'
<br />tq 2
<br />15 2
<br />J
<br />] a
<br />! /
<br />i 3 # 5 J
<br />t
<br />, ` , 8 2
<br />)
<br />R_
<br />2 BOnOM
<br />I.-----
<br />_t3•_.
<br />i "-"�
<br />J
<br />7 1 2
<br />L /
<br />,r I3`
<br />--'''
<br />,3 IV ,p2
<br />ij4''8
<br />--
<br />�3"
<br />'
<br />`So /1
<br />i%4=
<br />1 1 112*1
<br />_ -ft-.
<br />8*
<br />i--�---
<br />13' 7'
<br />a t/4 if4"
<br />(T )
<br />LIT-) SW
<br />3 (%ETD Jt
<br />>5'-6'
<br />TO
<br />5Ti 7'
<br />- ---i"- --
<br />-
<br />tS tj'
<br />2 l 2`tt2 P 2"
<br />J !
<br />73`
<br />_
<br />¢ 1 4`
<br />f
<br />9 1/2'
<br />6 7 4.
<br />J
<br />13'
<br />_
<br />12 1 2`
<br />J
<br />_ 1/2'
<br />6 1 l`
<br />/
<br />70 tf2"i7
<br />—�i
<br />-
<br />t/2*
<br />-
<br />i3' 6'
<br />fi , +"I6 1/4"
<br />f
<br />1 (TOP)
<br />__
<br />3 (BOTTOM)
<br />SEES•
<br />10
<br />-
<br />T 1/--2'i3
<br />I -
<br />1/2-
<br />12 1/2"12 1/2'
<br />- r
<br />6 i/4
<br />7 ,/ b`
<br />12 1f21R
<br />B•
<br />IS 1/2"
<br />5'
<br />i3 +/2
<br />.$
<br />7' r
<br />4 (T ')_
<br />8'-O'
<br />-_1 —
<br />7•
<br />.
<br />B• 15 1/2'
<br />7'
<br />_
<br />3 1/2'
<br />8•
<br />4`
<br />4 112E
<br />_
<br />35
<br />^-
<br />+
<br />5 1/2 2 7/2'
<br />4 (TOP)
<br />Y-5•
<br />'B:'�-.
<br />--{-7
<br />_
<br />"$," -i
<br />_
<br />B`
<br />-_
<br />B. "-*.
<br />_
<br />8' --{'--- -
<br />+ (RL7TTOAO
<br />—T y`
<br />_.. ..
<br />i b l j_a''r - _
<br />`'
<br />8'
<br />-L-9'
<br />-
<br />®'
<br />_
<br />55_
<br />r i -
<br />4 (BOTTOM)
<br />13-
<br />_..__
<br />1 `
<br />I 12
<br />�-
<br />* 1 -
<br />13 13y
<br />-.-_,_.-,_-. ig'
<br />40�
<br />71 I
<br />t3°
<br />, `-!1110
<br />3
<br />t 2
<br />f J
<br />11 1 2"
<br />/
<br />8'
<br />1r.. I- Y
<br />5�7`
<br />+ Crop)
<br />i1' fi---l/---5�=itT4k----
<br />13" }-7•
<br />13` 13`-
<br />j it 73
<br />t3'
<br />.-(��=
<br />i3`
<br />9 If2'
<br />13'
<br />-
<br />13
<br />9'
<br />.9 /2
<br />1Q'
<br />Q J2
<br />] 5(2'
<br />t2
<br />i1' ( 8'
<br />1 �. 6"
<br />S (TOP)
<br />-
<br />j7
<br />1 3
<br />t 2'
<br />I�.__
<br />t3'
<br />iq 1J21
<br />,3'
<br />19 1/2'11
<br />_ 1/2"
<br />__
<br />a'
<br />13`
<br />S (3CTTTf
<br />-
<br />da
<br />_ 1,..._
<br />-----:.._
<br />T3_..
<br />1S
<br />6 t/2'
<br />13"
<br />6 -'
<br />1/a
<br />7 I •
<br />i2
<br />_
<br />S t 2
<br />f
<br />s7 t ;t
<br />t T
<br />3 - /
<br />_(_
<br />6 OPt3'
<br />(T )__
<br />7 1/2'
<br />i3'.,_--53:#
<br />t3` 1q 1/T
<br />t3_�
<br />)1A?/2'i7
<br />' 1
<br />1J2
<br />`e'_
<br />13' t 7'
<br />8 CTnP)
<br />6 1f4',6 1/4
<br />•
<br />76 f/4 6 Tf4
<br />-
<br />-
<br />-
<br />¢ Yj4 6. If4
<br />B. {BOIL.
<br />- T -
<br />b lj4`IB tf4'
<br />61f4'
<br />6 t/4'
<br />-
<br />1 _
<br />-
<br />-
<br />8 1j#",'B if+"
<br />i
<br />B (8D17'.'T'•,
<br />BEE SHEET 11 FAR A3com TYPE & BPAitM1:1 I *wAlU7iONs KID wBAo FORME 9MWpRYfiG,
<br />w MMMUAA ANCHOR VIACI M AM U00AW Ent INSTANCE Aft 7NOICKTI.8 ON T`dS $CHEDDLL FOR kn.
<br />LESS THAN iNDK:ATfA ON Eata LE RE4'UC& AND OR SPACWG BY AU LTIPLYNIC SAACRAo SHOWN ON
<br />SCAll BY THE Fo LLNANA] FACTORS. TOR THIS ORERACEN, TO BE POSSIBLE. REDUCED SPACING
<br />ORTMASO MIN. FACM SMALL W K LESS TINN MWMWIM SPACING tN ICAIM FOR E004 ANCHOR IWt
<br />DN TTS SCHEDULE
<br />Ile.
<br />#ti`•
<br />1 14 :
<br />t j 4- •
<br />T v. /
<br />, 4-.
<br />/
<br />ANCHOR TYPE
<br />i P
<br />�!A-#`!
<br />''€
<br />R
<br />ZAIMC-IMAM
<br />SA'A-W
<br />419IMM ANCHOR SPACih•C (R,.)
<br />3
<br />S
<br />3
<br />3
<br />1 t/r
<br />a •li
<br />MIRIMUMI €Ore€
<br />OA}
<br />3
<br />3 IJr
<br />3'
<br />s
<br />3 ,/S'
<br />---
<br />tltsTAN¢IEDI
<br />4i� iLIX (eL
<br />3
<br />a ,r'
<br />3 ,Jx'
<br />_-3 t12
<br />3 1/2
<br />A011M. £ODE
<br />DISEMNOE ED.)
<br />I
<br />FACTOR
<br />- 7 ,/T _.
<br />ass
<br />_ -
<br />-
<br />_ _
<br />- _
<br />_
<br />_ .
<br />x V,
<br />Pas
<br />,,A,
<br />_
<br />_
<br />- -
<br />J.
<br />.
<br />.
<br />CD`
<br />-
<br />i'
<br />I.Gb
<br />_._.
<br />9-W
<br />_ _
<br />3 1(3'
<br />-
<br />.aD
<br />I,Sb
<br />-
<br />fAO
<br />tb6
<br />SPACINGS ONLY VAUD Will SPACER t5 USED. SEE T #1 FOR MAX. AS.D.
<br />r'°•
<br />DESIGN LOADS & MAX. PANEL LEICi'HS WHi SPACER Q3 IS USED.
<br />TABLE -:#I A
<br />A.S.O. DESIGN LOAD
<br />MAXIMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-8'
<br />> 40 PSF TO 50 PSF
<br />6'-2"
<br />> 50 PSF TO 60 PSF
<br />5'-10'
<br />a MAX. PANEL LENGTHS ARE ON Y VAUD FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W/ Q5 SPACER AT 12 1/2" O.C.
<br />IN5TALLAT(4N
<br />DETAILS FOR
<br />LIFE SAFETY
<br />PANEL ,JD
<br />INIQ
<br />P9QRED CONCRETE OR CONCRETE
<br />BLOCK
<br />STRUCTURES
<br />1/4.0 TAPCON,-.
<br />EXISTING POURED
<br />1/4`0 TAPCON-
<br />P041REG
<br />1/4.0 TAPCON-..-_.__g%{STtNG
<br />POURED
<br />...
<br />ANCHOR C @ OC
<br />CONCRETE OR
<br />_.E7{fSTING
<br />ANCHOR O 9n TIC, I
<br />CONCRETE OR
<br />ANCHOR 6 9* O.0
<br />CONCRETE OR
<br />r
<br />CONCRETE BLOCK
<br />REQUIRED.
<br />€ j-.,
<br />CONCRETE BLOCK
<br />REQUIRED.
<br />t $
<br />3�
<br />CONCRETE BOCK
<br />RF3kJ1RED.
<br />1' Min.
<br />-SEPARATO
<br />TO GLASS.
<br />__
<br />1,4%,...,.
<br />__ 1l:
<br />11/2*��,/4e'
<br />EE.D,a
<br />I
<br />I
<br />i
<br />8 I.Min.
<br />IF--5EPAM. TK
<br />)
<br />i -3 •w '
<br />,a�5 To cu
<br />--
<br />IT f
<br />ef TOR
<br />__ -
<br />1
<br />UT 7
<br />� 1fl4IkT OER r.ct -
<br />p
<br />i 11
<br />T
<br />i "LL' �.
<br />$ PANEL LENGTH
<br />CH
<br />a
<br />( SE E ELEVATION
<br />it
<br />I
<br />ON SHEET 12)
<br />I
<br />8
<br />I
<br />It
<br />$$
<br />0
<br />4
<br />i
<br />f
<br />,
<br />i
<br />{E 1)
<br />1
<br />I
<br />I0--,jA•4-�T•
<br />- w
<br />4
<br />i L
<br />1
<br />i" MAY
<br />' P I)1 ArtE1 LENG 3
<br />1 SEE ET.EVA7tON
<br />(
<br />ON ET 12
<br />i
<br />SHE
<br />{
<br />I I
<br />Lj2 I
<br />., ... i
<br />I
<br />l!'
<br />f
<br />t
<br />8`
<br />(4
<br />ils,I
<br />ED Eb
<br />.:xI-41sI 1- `r'
<br />S
<br />t
<br />! W , . 123 12 Ae:
<br />J
<br />r ii
<br />r�
<br />OCIII
<br />1 1 -.___i ! H t
<br />SI+ .._ - , _ _-.
<br />I
<br />2x _ 4) C"
<br />_..)/4'P TAPCON -_1/4". TAPCON
<br />ANCHOR O 9" O.C. ANCHOR O 9' GO.
<br />EXISIWG POII CONCRETE OR EXISTING POURED CONCRETE OR
<br />CONCRETE BLOCK REQUIRED. -.. <;QNCRETF BLOCK REOU'll
<br />SECTION R-$A �;(;TiON R-iB
<br />-0 REGLlL4R PANELS 0 I,IEE SAFETY PANEL
<br />i
<br />W MO NT}. INGS
<br />SCALE 3/a=1-
<br />6'6E SHEETS ,5 & t$ FOR AIN01M
<br />ANCHOR THE
<br />---4f4{
<br />TYPE & SPACING FIX{ WSTAILATONH YNTB
<br />1APABON
<br />WOOD "AME SMIUM 1O9
<br />iANIMI ANCHOR $PACINgS AND mil
<br />__. :1N1WI7.1. /N401Ca aPAt.T.NG (
<br />-
<br />--3
<br />EDGE W'FANCF ARE ,NSIOATCO ON TNT!
<br />-NoNeW60 0-,ot 9A)
<br />SCHEDULE FOR E.D. LE58 THAN'.. A.TEO
<br />ON SOH£QULE REDUCI ANCHOR SPACINB
<br />—it'.) P^-^'�^ -
<br />4nea•G > ' LMi
<br />•.-
<br />2
<br />A l
<br />FYLiOR
<br />BY Mik.IOLYkM SPACMD SHOWN a"
<br />SCHEP1XL BY 7M€ FOLLowim mcloPS
<br />FOR THIS OPERATION M BE POSSIBLE.
<br />, ./2-
<br />ILIA,
<br />RTEDLcm °1Piw* OBTAINED USING
<br />-1 --
<br />_ -_
<br />T /1'
<br />-__ _
<br />Bet
<br />?ACTOR III Nor BE DES@ THAN
<br />_._.._ __.__._ - _
<br />- WIN;-
<br />ANCHOR SPAP.WN ,Nq sci FOR EACH
<br />#4NCI±SIR TYPE ON iNtS Bc31EquLL
<br />y
<br />_... _. _.__.,
<br />71_
<br />__._ __
<br />3 +/1'
<br />-
<br />Hur'ricons
<br />1/4.0 TAPCON EXTS11 G POURED
<br />ANCHOR 0 9 OC CONCRETE OR
<br />i CONCRETE BLOCK
<br />111
<br />`` REiIUWE,3.
<br />_'Ill _
<br />,.I ...[
<br />i t
<br />i;: f,fn":
<br />i 1
<br />I q�
<br />R 1 wmq
<br />1
<br />n
<br />n
<br />EXISTING @
<br />i E
<br />r s. aasrs w fig
<br />R- s£PARLASS.
<br />Ex-Ttds"vl o ctass.
<br />r
<br />GLASS 1A55 IT
<br />7
<br />T _ '.. is. aaTs w
<br />_••11
<br />GLASS €_ s
<br />u a aMizJP
<br />-
<br />- u FA oAEm
<br />II _.. f
<br />,;d4 t
<br />i- iii L�r6 -i; Y
<br />i E -�1
<br />It z';,
<br />E
<br />I
<br />Il
<br />II
<br />II F
<br />-
<br />I 1'
<br />N i
<br />AIAX. H
<br />4 i
<br />T 'L" MAX.
<br />K
<br />Y _ 3 s._
<br />T'
<br />'PANEL LENGIN B
<br />a
<br />I S ELEVATION
<br />T (SEE ELEV 1
<br />`-
<br />ON SHEET a
<br />I
<br />¢-
<br />- PANEL LENGTH
<br />A
<br />$ (SEE ELEVATION
<br />gg ON 5 t 2)
<br />I Min
<br />li"-SEPARATION -i
<br />I
<br />IT 3
<br />-t WELT
<br />T_. _. _I t
<br />11 TO GLASS. $
<br />1 R
<br />l., _ _---
<br />1 -A
<br />�
<br />it
<br />IN
<br />/ 1
<br />A l
<br />1)
<br />r
<br />!
<br />t a
<br />I
<br />t
<br />1 t
<br />7 4
<br />c
<br />6'
<br />E.O.
<br />6
<br />I
<br />EA .
<br />1
<br />11J'
<br />er
<br />E
<br />'I'll,
<br />3
<br />F
<br />r%
<br />H
<br />t
<br />{ p
<br />i
<br />t
<br />9
<br />I -
<br />a s 4
<br />I d
<br />4
<br />de
<br />-,W/4,
<br />FflR
<br />8/.5 X+IEAn s.
<br />SCAT! W
<br />EQ
<br />•-
<br />-.5 Nd' vn Ms.
<br />A6.
<br />Sol w64,�4'
<br />. Ix t/x O.0
<br />. Ia ,,, a.t.
<br />_-/.'P TAPCON
<br />, !/4'\3
<br />--
<br />TAPCON
<br />AHR a 9' O-C.
<br />ANCHOR
<br />O 9' 0 C.
<br />EXTTDNG POURED CONCRETE OR
<br />EXISTING POURED CONCRETE OR
<br />_
<br />-CONCRETE
<br />2ECTIQN R-2A
<br />O EGULAR PANELS
<br />BLOCK REQURiED.
<br />--__CONCRETE BLOCK R "LED.
<br />CTIQN R-!
<br />O LIFE SAFETY
<br />WA1.1
<br />q I'llNel,","
<br />mommBNGS
<br />54"ALE 3%8-1-
<br />-&EL
<br />1 'NaIl ,.
<br />NO. 44167
<br />STATE OF
<br />Pl: SLV./DaNA,UAnio' E
<br />.Mo 7Kn=. INC.
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />TP.
<br />y,IN04 IN,
<br />�(; O
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />wDATI d
<br />INC.
<br />am 6W. 51 StRAT
<br />SAW_ 1 =14
<br />ii . iNOWEEMNO CO.PANY
<br />R b - IW2kN AWoo-L rt SH"
<br />0— f pmi N is
<br />FIKl (W)fiBB-3a+5. FAY: (BSL -ml
<br />24-1 %5
<br />CA-OOOB719
<br />MIAMMO -
<br />•
<br />all OE IS
<br />V.TFR A T A N•., M167 P.EOmit,
<br />------- INSTALLATIONRO I SAFETY ��
<br />r-------
<br />INTO WOOD STRUCTURES
<br />- . ,__
<br />WOOD MFAQER WOOD HEADER
<br />REQUIRED _ . REQUI RED
<br />II
<br />}
<br />! - i 4'o TAPCON - 1 4's iAPCON
<br />. 9. O.C. '-_-. N HOUR 6 9' D.C.
<br />II
<br />1 tv
<br />I i <; -42)
<br />-
<br />t t
<br />e ,
<br />:. If2" ,1/4".e , , ,/2" i t a'
<br />_ /
<br />• `.MEW I MAx
<br />f "< _..-_ -
<br />IY
<br />;' ' .___ 1 . __._ - _____ . 1
<br />z,
<br />I
<br />I
<br />4%, 161
<br />I �.. 11 1 4l I
<br />B
<br />it I a. I I/A'.-TKA," ,
<br />FX15T7 I 5 49�-3W1 .- «, i q s en / µ M q(j
<br />GLa55 R - E ". 6s eats w t 71 7
<br />Ai FA
<br />i G'AASSi�"ii
<br />:.::, _:. fu& Im Fw4T. !
<br />71 taR;tti BACK 7 i
<br />I -Art flqq
<br />I II 1 8 a '' ! - _I 1 "L" MAX.
<br />it ::__ ..- T _ ¢. PANEL LERGI
<br />N _. _ -. f PANL MAX IL
<br />11 41-�/I :. (SEE ELE'VA- R i {SEE ELEVATiQN
<br />1i i j¢ ON SHEET 12)
<br />1
<br />_._...+ _ ._". _-.-.-�,:.... - ON $HEST 12) R __ -I
<br />:::
<br />- it I
<br />A 3 1 I
<br />EI I. Mtn I _- th-*._._ f ..._3
<br />jEI tiq, --SE PARiT115E1__--Tt i (. 0 (i ,' LGn I , I
<br />'N 1
<br />'fir
<br />j Il CLASS. 1 J IF-- SEPARATION -- i i ,
<br />I t I 11 * I
<br />a g1A55.
<br />I (.. I 6.
<br />1
<br />I 11 I
<br />I f t 2 aG . 2 OC
<br />Y yq 4 i� I
<br />1 f F ,C
<br />t -Iff ' M1 �»
<br />2' 4` MOOD I" 2'sd' W000 ; K ;,.
<br />j3{ Ir
<br />f
<br />., .
<br />PLATE I' PLATE
<br />REQUIRED RE RE '((
<br />- , 4.0. PANELMA P.. REQUIRED `I
<br />'i TF. LUS i i"P P. FiMA1f PLUS
<br />)I.*
<br />*:i ' i ,._.. -' ANCHOR O 12 1/2" O.C. - '�•-:...-MICHOR A 12 1/2` 4.C.
<br />ALTERNAT$VE R-SAW ALTERNATiYE R-3BW
<br />1111 d REGULAR PANELS i9 l�F� 'SAFETY PANE
<br />1,s, INI'
<br />�AOUNTIFIGS �P1�R A, i!(1%1�,N
<br />ISCALE
<br />3/ill "kWALL
<br />--.- LAG NS�c ,.
<br />NG• 44167 : = FLORIDA BUILDING CODE (Non High Velocity Hurrkone Zone)
<br />-'*' - NNNC T!
<br />- .
<br />24 GAG GALVANIZED STEEL STORM PANEL
<br />I a` E GAL ZED er'
<br />4'• STATE D�
<br />IiNSrALLATI4N ARE ONLY YALIO FOR MAX. A.S,D. /; 44�i„'
<br />8 ,p ••.
<br />.S % O ✓ DT a
<br />f r"+ � F /TT/3O1
<br />P TN Dc IGN PRESSURE RATINGS .s.f AND AREL
<br />(P ) C t dR T _ / ! (, Ir (" O NNa GLOBAL PROTECTION PRODUCTS. LLC. DATE.
<br />LENGTHS AS PER ELEVATION ON SHEET 12" FD -'-" e -
<br />2, FOR NEW` WOOD FRAME CONSTRUCTIONS WOOD '*AAA SIGN Al. 4•� Nr"a.u" Ciiluae.
<br />/'-t,."".wt:}A•L�� 2G-175
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC IiINNHIMUIMI' 7: ? ,,,. , OoN n, I NI-In3r Pwwc t.64A�--7sns. ,-, (IINNA% R ;n
<br />DEWS41Y OF 0.55 OR EQUAL a '-cA-nm/l7r6L a.,.". 4A, �'•. DIR,mNc No-
<br />PL- S'E".JSItNMt1/tl7F',N.ATE *.TER A. 17LLR Je,. P-E ". I-M, M .•••.-•_.•-,•-,-
<br />—� ---- I . f—owma I!4mw-. -
<br />-.10
<br />a)
<br />a)
<br />U)
<br />N
<br />m
<br />N
<br />,
<br />-1i
<br />C.7
<br />N
<br />a)
<br />O
<br />0_
<br />C
<br />O
<br />.�
<br />O
<br />C
<br />.a
<br />M
<br />U
<br />-0
<br />N
<br />10-
<br />Cn
<br />N
<br />C
<br />O
<br />=
<br />C
<br />O0
<br />O
<br />E.
<br />0
<br />3:
<br />�V
<br />0
<br />O
<br />=
<br />—
<br />w
<br />-9
<br />4-
<br />a
<br />♦V
<br />>
<br />Cn
<br />V
<br />I
<br />L.
<br />W
<br />f
<br />LIl
<br />.-
<br />-+-A
<br />cn
<br />CDL
<br />Q
<br />Cn
<br />�A`/
<br />L.(W
<br />(3)
<br />(cD-
<br />V )
<br />>
<br />0
<br />L
<br />U)
<br />CL
<br />CD
<br />V
<br />=3
<br />m
<br />O
<br />OL-
<br />U(2)�/�
<br />■ �
<br />L.
<br />U)
<br />co
<br />L.
<br />W
<br />LU
<br />Q
<br />z
<br />z
<br />Q
<br />J
<br />d
<br />T-L---,Ilhl� 3-I 1 -- —) ----
<br />- - -- - - - - - I I .: L.I I ,- ,II II I I`:ull .I 1h-..,f,l , ,--i;:.AldI I --- III
<br />-r -
<br />SHEET NO.
<br />SH 1.4
<br />
|